A photograph captioned by Paul Corliss, "Pleasant Point Yacht Club post-earthquake damage".
A photograph captioned by Paul Corliss, "Grosvenor Hotel reconstruction. Corner of Madras and Moorhouse".
A photograph captioned by Paul Corliss, "Pleasant Point Yacht Club post-earthquake damage".
A photograph captioned by Paul Corliss, "Pleasant Point Yacht Club post-earthquake damage".
A photograph captioned by Paul Corliss, "Grosvenor Hotel reconstruction. Corner of Madras and Moorhouse".
A photograph captioned by Paul Corliss, "Pleasant Point Yacht Club post-earthquake damage".
A photograph captioned by Paul Corliss, "Convent on Barbadoes Street post-earthquake".
A photograph captioned by Paul Corliss, "Post-earthquake buildings".
A photograph captioned by Paul Corliss, "Post-earthquake buildings".
Cracks along the edge of Raven Quay in Kaiapoi, where the land has slumped towards the river.
Cracks along the edge of Raven Quay in Kaiapoi, where the land has slumped towards the river.
Cracks in the road and liquefaction at the intersection of Rich Street and Raven Quay in Kaiapoi.
A large crack runs across the playground on the corner of Peraki and Fuller Streets in Kaiapoi.
A damaged section of road is cordoned off with road cones on a residential street in Christchurch.
A damaged house in central Christchurch, with a brick wall partly fallen away, exposing the room within.
A damaged house in central Christchurch, with a brick wall partly fallen away, exposing the room within.
Damage to the Blackwells building in Kaiapoi. Part of the facade has collapsed onto the street below.
Detail of the Bridge Tavern in Kaiapoi, showing how the building has moved away from its balcony.
The word "repairs" painted on the side of a building has a large crack running through it.
Cracks along the edge of Raven Quay in Kaiapoi, where the land has slumped towards the river.
A man pokes his arm through a hole in a damaged tile roof on Kerrs Road.
An aerial photograph of rural Canterbury following the 4 September earthquake, taken from a helicopter.
An aerial photograph of rural Canterbury following the 4 September earthquake, taken from a helicopter.
A photograph captioned by Paul Corliss, "Pleasant Point Yacht Club post-earthquake damage".
A photograph of liquefaction at a reserve between Greers Road and Harris Crescent in Papanui.
A photograph captioned by Paul Corliss, "Creyke Road, Ilam. Post earthquake".
A photograph of damage to Highfield Road in Darfield, where the faultline crosses the road.
Video of Roarz's earthquake story, captured by the UC QuakeBox project.
Heathcote Valley school strong motion station (HVSC) consistently recorded ground motions with higher intensities than nearby stations during the 2010-2011 Canterbury earthquakes. For example, as shown in Figure 1, for the 22 February 2011 Christchurch earthquake, peak ground acceleration at HVSC reached 1.4 g (horizontal) and 2 g (vertical), the largest ever recorded in New Zealand. Strong amplification of ground motions is expected at Heathcote Valley due to: 1) the high impedance contrast at the soil-rock interface, and 2) the interference of incident and surface waves within the valley. However, both conventional empirical ground motion prediction equations (GMPE) and the physics-based large scale ground motions simulations (with empirical site response) are ineffective in predicting such amplification due to their respective inherent limitations.
Disasters, either man-made or natural, are characterised by a multiplicity of factors including loss of property, life, environmental degradation, and psychosocial malfunction of the affected community. Although much research has been undertaken on proactive disaster management to help reduce the impacts of natural and man-made disasters, many challenges still remain. In particular, the desire to re-house the affected as quickly as possible can affect long-term recovery if a considered approach is not adopted. Promoting recovery activities, coordination, and information sharing at national and international levels are crucial to avoid duplication. Mannakkara and Wilkinson’s (2014) modified “Build Back Better” (BBB) concept aims for better resilience by incorporating key resilience elements in post-disaster restoration. This research conducted an investigation into the effectiveness of BBB in the recovery process after the 2010–2011 earthquakes in greater Christchurch, New Zealand. The BBB’s impact was assessed in terms of its five key components: built environment, natural environment, social environment, economic environment, and implementation process. This research identified how the modified BBB propositions can assist in disaster risk reduction in the future, and used both qualitative and quantitative data from both the Christchurch and Waimakariri recovery processes. Semi-structured interviews were conducted with key officials from the Christchurch Earthquake Recovery Authority, and city councils, and supplemented by reviewing of the relevant literature. Collecting data from both qualitative and quantitative sources enabled triangulation of the data. The interviewees had directly participated in all phases of the recovery, which helped the researcher gain a clear understanding of the recovery process. The findings led to the identification of best practices from the Christchurch and Waimakariri recovery processes and underlined the effectiveness of the BBB approach for all recovery efforts. This study contributed an assessment tool to aid the measurement of resilience achieved through BBB indicators. This tool provides systematic and structured approach to measure the performance of ongoing recovery.